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海上退役采油平台造礁技术体系构建与示范研究
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摘要
根据相关法律法规的规定,海上油气设施在停止生产作业后,如果没有其他用途或合理理由,必须进行废弃处置。海上退役采油平台的弃置需要综合考虑成本费用、作业安全和环境风险等因素,是一项复杂的系统工程。作为海上退役采油设施的主要弃置方案之一,平台造礁方案通过将平台废弃结构改造为人工鱼礁的方式对退役平台进行再利用。该方案不但能够节约拆除成本,降低海上作业的风险,减小对海洋生态环境的影响,同时可以使退役平台的生态功能得以充分利用,在渔业增殖和改善退役油区生态环境等方面起到了积极作用。
     本文首次以平台造礁工程的全部作业流程为研究对象,以构建平台造礁工程技术体系框架为研究目标,运用系统工程分析法和工作分解结构(WBS)的原理,系统地研究了平台造礁工程所涉及的资料收集、环境与设施调查、工程可行性论证、平台拆除、礁体设计与布局、鱼礁加工与投放、工程验收以及后续跟踪调查与评价等技术环节,提出了平台造礁工程的研究思路和技术路线,构建了海上退役采油平台造礁工程技术体系,并以埕岛油田海上退役平台造礁示范工程为例,通过对鱼礁投放前后示范区的海洋生态环境状况进行跟踪调查和监测,对平台造礁示范工程的适宜性、实施过程和实施效果(渔业增殖、生态修复)进行实证研究,从而为我国开展平台造礁工程实践提供技术支持和管理依据,并为国家和各级行政主管部门制定相关规范、规程和条例提供参考。本文得到的主要结论如下:
     (1)提出了平台造礁工程可行性论证的原则、依据与方法。对平台造礁方案的适用条件进行了分析,探讨了平台造礁论证的总体原则,提出了平台造礁工程论证的主要内容,其中包括:充分搜集平台所在海区的相关环境背景资料和平台设施的相关资料;进行现场调查监测并分析现状监测数据的可靠性和代表性;通过对各种资料整理、分析,从人工鱼礁建设对水文、地质、水质和生物资源等方面的要求来论证平台造礁工程的可行性。
     (2)构建了海上退役平台的人工鱼礁改造工程的技术框架和体系。对海上退役采油平台拆除工作以及平台造礁工作的整个流程进行梳理,并对每一关键技术环节进行分析和说明。平台造礁工程的主要程序包括退役平台设施的清洗、拆除,以及鱼礁礁体的布局、设计、加工和投放。
     (3)确定了平台造礁工程验收和后期跟踪调查评价的内容和方法。从验收条件、标准和验收内容等方面规范平台造礁工程的验收流程;从水质、沉积物、生物、流场和礁体现状等方面对平台造礁工程的环境影响进行调查监测,建立平台造礁工程的跟踪调查制度和环境影响后评估指标体系。
     (4)通过对埕岛油田海域水体环境和生态系统的现场调查,确定了鱼礁投放地址,并对礁址适宜性进行了评价。结果表明,埕岛油田海域的地势、地质条件,水质条件,水体流速,水深以及生态渔业条件均满足人工鱼礁的选址要求,故选择埕岛油田CB6A平台栈桥北海域作为平台造礁示范工程实施海域。
     (5)分析了平台造礁示范工程对该海域水质及沉积物的环境修复效应。与对照区相比,鱼礁投放区悬浮物浓度明显升高,鱼礁建设所产生的上升流可能是导致悬浮物增加的主要原因,而上升流携带底层营养盐与表层海水充分交换,增加了海水营养盐的含量(硝氮、氨氮、化学需氧量、磷酸盐、总磷等),促进各种藻类的生长从而提高了海域初级生产力。
     (6)研究了平台造礁示范工程对该海域生态系统和渔业资源的影响。结果表明,鱼礁群建成15个月时,礁群高度与建成2个月时的礁群高度相差不大,且礁群未发生明显倒塌,具有很好的稳定性;与对照区相比,投礁后鱼礁区浮游植物数量增加,而浮游动物和底栖生物的数量减少,这可能与鱼类对浮游动物和底栖生物的摄食有关;鱼礁区的渔业资源密度高于对照区,约为对照区的1.6倍。
According to the stipulations of relevant laws and regulations, offshore oil and gasfacilities in stop production, if for no other purpose or reason, must be disposed of.Offshore oil and gas facilities disposal is a complex system engineering, which shouldtake many factors into account such as the cost, safety and environmental risk factors.As one of the main disposal scheme of decommissioning offshore oil productionfacilities, Rigs-to-Reefs project transforms the decommissioning platform as artificialfish reef by retaining the offshore platform structure retired in whole or in part andlaying the artificial reef in the surrounding area. This project can not only save thedemolition costs, reduce the risk on operation and the effect on marine ecologicalenvironment, but also can make the ecological function of decommissioning platformbe fully utilized. The retained structures and the artificial reefs can play positive rolesin fishery resources multiplication and ecological environment improvement.
     Since the USA Minerals Management Service first proposed in1983"Rigs-to-Reefs" project, The researchers from European and America have maderesearch on the Rigs-to-Reefs project from different angle such as the environmental,economic, legal and dismantling technology and so on. But these studies are notinvolved the key techniques in each stage of Rigs-to-Reefs project as a whole from thepoint of systematic induction and generalization, and have not formed a completetechnical system. In China, the Rigs-to-Reefs f project has not been popularized.There are only a few researchers who gave a brief introduction to the Rigs-to-Reefs.The study on the technical system is blank.
     In2010, China Petrochemical Shengli Oilfield Branch Company carried out the"Rigs-to-Reefs" demonstration project in Chengdao Oilfield for the first time in China.Based on the actual research on demonstration project, this paper takes the entireoperation process of Rigs-to-Reefs project as the research object, and building a framework of Rigs-to-Reefs project technical system as the research purpose. On thebasis of system engineering analysis method, Work Breakdown Structure (WBS)principle and reference related research literature and other relevant laws andregulations framework provisions, this thesis proposes the research mentality and thetechnical route of Rigs-to-Reefs project, and systematically analyzed the technicallinks included in the Rigs-to-Reefs project such as data collection, environment andfacilities investigation, engineering feasibility, platform demolition, the reef designand layout, reef processing and delivery, project approval and follow-up survey andevaluation, etc. The mainly studies and results achieved are following:
     (1) The foundation, principle and key links for feasibility demonstration ofRigs-to-Reefs project are proposed in this paper. Through analyzing the applicableconditions of Rigs-to-Reefs project, the general principles are discussed, based onwhich the demonstration process is standardized. In order to demonstrate thefeasibility of the Rigs-to-Reefs project, the environmental information of theplatform's sea area should be fully collected, sorted, and analysed at first, and then thesuitability of the Rigs-to-Reefs project should be evaluated according to somestandards and methods.
     (2) This paper constructs the technical framework and technical system ofRigs-to-Reefs Project. The whole process including the disposal of decommissioningoffshore oil platform and the utilize the abandoned platform structures for artificialreefs is straightened out, and then every key technology link was analyzed andillustrated.
     (3) The contents and steps of the tracking survey evaluation after the Rigs-to-Reefsproject are determined. When the Rigs-to-Reefs project ends, the acceptance of workis needed, and the ecological environment effect of the project should be investigatedand evaluated. For those which do not reach the original expectation, it should beadjusted in a timely manner after seeking the reason from marine environment, overalldesign, design of reefs, and other aspects.
     (4) Through the study of marine water environment and ecological system, the reef address is determined and the reef site suitability evaluation is evaluated. The resultsshows that the terrain, geological conditions, water quality conditions, the water flowvelocity, water depth and the ecological fishery conditions of the sea area whichChengdao Oilfield locates all meet the site selection requirements. Therefore, wechoose the north sea area of CB6A platform in Chengdao Oilfield as the location ofRigs-to-Reefs project.
     (5) This paper analyses the environmental effect of the Rigs-to-Reefs project on thesea water and sediment in the area. Compared with the control area, the suspendedsolids concentration of fish reef zones increase significantly which maybe owing tothe upwelling caused by fish reef construction. The upwelling brings the nutrientexchange between the underlying and the surface water, increasing the nutrientcontents(NH_4~+-N, NO_3--N, COD, PO_4~(3+), TP, etc.) of the sea water and improving themarine primary productivity.
     (6) The effect of the Rigs-to-Reefs project on the ecosystems and fisheriesresources of this sea area is studied. The results shows that the reef group height ofwhich it is constructed after15months is similar with that after2months. The reefgroup do not collapse, showing a good stability. Compared with the control area, thephytoplankton quantity increases after the reefs were placed, while the quantity ofplanktonic and benthic animals decrease. This may be related to the fish ingestion ofPlanktonic and benthic animals. The density of fishery resources in reef area is higherthan the control area, and the former is about1.6times of the latter.
引文
[1]罗超,王琮,赵冬岩.弃置平台与管线对海洋环境的影响[J].油气田环境保护,2008,19(1):42~44.
    [2]王勇,戴兵,高军伟.废弃海洋石油平台的拆除[J].机械工程师,2010,1:134~136.
    [3]李新仲,徐本和.海上油气田的废弃处置[J].中国海上油气(工程),2003,15(1):46~49.
    [4] Paul Ekins, Robin Vanner, etc. Decommissioning of Offshore Oil and Gas Facilities: AComparative Assessment of Different Scenarios[J]. Journal of Environmental Management,2006(79):420~438.
    [5] Steinar Nesse, Even Lind and Bente Jarandsen. New Handbook for Guidance in AssessingImpacts of Decommissioning and Disposal of Redundant Offshore Installations. Journal ofPetroleum Technology,2003.38~44.
    [6]高战朝.国外废弃海洋石油平台处置现状[J].海洋信息,2002,4:19~21.
    [7] Les Dauterive. Rigs-to-Reefs Policy, Progress, and Perspective [R]. U.S. Department of theInterior, Minerals Management Service, OCS Report,2000.
    [8]史红卫.正方体人工鱼礁模型试验与礁体设计[D].青岛:中国海洋大学,2006.
    [9] Gary Siems and Richard Ward. Well Abandonment and Decommissioning–Current Issues[J].Exploration&Production,2009,7(1):62~65.
    [10] Lucas W. Abshire, Praful Desai, Dan Mueller, etc. Offshore Permanent Well Abandonment[J].Oilfield Review,2012,24(1):42~50.
    [11]金莉玲.滩海油井永久弃井作业技术与安全风险控制[J].中国新技术新产品,2013,02:249~250.
    [12]于庆国.庄海5井等8口井弃井作业工程[J].油气井测试,2008,17(3):48~49.
    [13]郝静辉,杨树耕.海上石油平台拆除技术的发展现状[J].中国港湾建设,2004,4:51~54.
    [14] Rainer Barthel. Cleaning of NORM contaminated pipes from dismantling of oil or gasproduction facilities at a North African site[C]. In: Broder Merkel, Mandy Schipek, eds. TheNew Uranium Mining Boom. Berlin: Springer Berlin Heidelberg,2012.733-741.
    [15] Zhixiang Li, Jing Zheng, Xin Lin. Research on Biomimetic Robot-Crocodile Used forCleaning Industrial Pipes [C]. In: Xie, Anne; Huang, Xiong, eds. Advanced Research onComputer Science and Information Engineering. Zhengzhou: Springer Berlin Heidelberg,2011.359-365.
    [16] Milja Honkanen, Jani H kki nen, and Antti Posti. Assessment of the chemical concentrationsand the environmental risk of tank cleaning effluents in the Baltic sea[J]. WMU Journal ofMaritime Affairs.2013,3.
    [17] Lakhal S. Y, Khan M. I, Islam M R. An “Olympic” Framework for A Green Decommissioningof An Offshore Oil Platform[J]. Ocean&Coastal Management,2009(52):113.
    [18]王岩,连俊宏,王卫方.海上石油平台油水分离罐的清洗[J].化学清洗,1999,15(3):16~20.
    [19]廉美蓉.海洋石油平台弃置设施的清洗工艺[J].清洗世界,2007,23(11):12~19.
    [20]田冲,唐健,姜娟娟,等.海洋石油平台管路串油清洗装置的设计及其应用[C].第十五届中国海洋(岸)工程学术讨论会论文集,2011,1435~1437.
    [21] M. D. Day. Decommissioning of Offshore Oil and Gas Installations. EnvironmentalTechnology in the Oil Industry [M]. Oxoid Ltd, Hampshire, U.K.2008:189-213.
    [22] Kurian V. J., Ganapathy C. Decommissioning of Offshore Platforms[A].2nd ConstructionIndustry Research Achievement International Conference (CIRAIC2009)[C]. Kuala Lumpur,2009:3~5.
    [23] Mark J. Kaiser, Allan G. Pulsipher. A Binary Choice Severance Selection Model for theRemoval of Offshore Structures in the Gulf of Mexico[J]. Marine Policy,2004,28:97~115.
    [24] Jaime Kammerzell. BP decommissions damaged platform [J]. Offshore,2004.44~45.
    [25] Shell U.K. Limited. Indefatigable Field Platforms and Pipelines DecommissioningProgrammes[R]. Shell U.K. Limited,2007.
    [26]张太佶,周愫承.海底管线拆除、回收的方法研究[J].中国造船,2002,43(S):225~231.
    [27]陈继红.浅海导管架采油平台拆除方法初探[J].石油规划设计,2003,14(6):29~31.
    [28]阎宏生,郭海涛,韩圣章.废弃海洋桩基平台拆除方案的系统决策研究[J].海洋技术,2004,23(4):81~84.
    [29]阎宏生,余建星,王晓波等.废弃海洋桩基平台拆除工程的进度管理方法研究[J].海洋技术,2006,25(1):97~100.
    [30]李美求,段梦兰,施昌威,等.海洋废弃桩基平台拆除的工程模式和方案选择[J].中国海洋平台,2008,23(3):33~36.
    [31]李美求,段梦兰,赵寿元.海上废弃桩基平台导管架拆除方法初探[J].石油矿场机械,2008,37(12):1~3.
    [32]李美求,段梦兰,陈祥余,等.废弃桩基平台拆除可视化信息管理系统开发[J].中国海洋平台,2008,23(5):33~36.
    [33]李美求,段梦兰,黄一.基于模糊综合评价法的废弃桩基平台拆除安全性评价[J].船海工程,2009,38(5):146~147.
    [34] PAN Xin-ying, ZHANG Zhao-de.Analyzing the safety of removal sequences for piles of anoffshore jacket platform [J]. Journal of Marine Science and Application,2009,8:311~315.
    [35]郑西来,文世鹏,高孟春,等.海上退役石油平台处置技术体系初步框架[J].黑龙江科技信息,2010,6:12.
    [36]郑西来,郑亚男,高增文,等.海上石油平台废弃结构配置及布设人工鱼礁的方法[P],中国,CN201210089607.2.2012-7-25.
    [37]刘永明,郑锋,张春雨.海洋油田弃井爆破拆除[J].煤矿爆破,1999,3:37~39.
    [38]张立,丁华.废弃油井多重套管爆破拆除的设计与实践[J].中国海洋平台,2001,30(1):32~35.
    [39] Sally J. Holbrook, Richard F. Ambrose, Louis Botsford. Ecological Issues Related toDecommissioning of California's Offshore Production Platforms, Report to the University ofCalifornia Marine Council, November8,2000.
    [40] Michael Havbro Faber, Inger B. Kroon, Eva Kragh. Risk assessment of decommissioningoptions using bayesian networks. Proceedings of OMAE: Offshore Mechanics and ArcticEngineering Conference.2001,1~9.
    [41] Donna M. Schroeder, Milton S. Love. Ecological and political issues surroundingdecommissioning of offshore oil facilities in the Southern California Bight. Ocean&CoastalManagement,47,2004,21~48.
    [42]黄修明,尹建德,刘建军等.渤海石油平台附着生物生态的研究[J].海洋科学集刊,35,1994,131~140.
    [43] Soldal, A. V., Svellingen, I., J rgensen, T., and L kkeborg, S. Rigs-to-reefs in the North Sea:Hydroacoustic Quantification of Fish in the Vicinity of A ‘‘Semi-cold’’ Platform[J]. Journal ofMarine Science,2002,59: S281~S287.
    [44] Kim M. Anthony. Translocation, Homing Behavior and Habitat Utilization of OilPlatform-associated Ground-fishes in the East Santa Barbara Channel, California [D].California State University Long Beach,2009.
    [45] Cripps, S. J. and Aabel, J. P. Environmental and Socio-economic Impact Assessment ofEkoreef, A Multiple Platform Rigs-to-Reefs Development[J]. Journal of Marine Science,2002,59: S300–S308.
    [46] Frumkes, D. R. The Status of the California Rigs-to-Reefs Programme and the Need to LimitConsumptive Fishing Activities[J]. Journal of Marine Science,2002,59: S272~S276.
    [47] Mark J. Kaiser. The Louisiana artificial reef program. Marine Policy,2006,30:605~623.
    [48]贾后磊,谢健,彭昆仑.人工鱼礁选址合理性分析[J].海洋开发与管理,2009,26(4):72~75.
    [49]陶峰,贾晓平,陈丕茂,等.广东省澄海莱芜拟建礁区建礁可行性研究[J].安徽农业科学,2009,37(18):8608~8611.
    [50]陈玲玲.青岛开发区人工鱼礁建设项目可行性研究[D].青岛:中国海洋大学,2008.
    [51] Kim J. Q., Itzutanin M., Iwata K. Experimental study on the local scour and embedment offish reef by wave action in shallow water depth [C]. Proceedings International Conference onEcological System Enhancement Technology for Aquatic Environments. Tokyo, Japan,1995:168-173.
    [52] William Seaman. Does the level of design influence success of an artificial reef [C]. Ancona,Italy,1996,26~30.
    [53] Robert Wright, Stephen Ray, David R. Green, etc. Development of a GIS of the Moray Firth(Scotland, UK) and its application in environmental management (site selection for an‘artificial reef’). The Science of the Total Environment[J].1998,223:65~76.
    [54] Daniel C. Reed, Stephen C. Schroeter, David Huang, etc. Quantitative assessment of differentartificial reef designs in mitigating losses to kelp forest fishes. Bulletin of Marine Science,[J].2006,78(1):133~150.
    [55]王磊.人工鱼礁的优化设计和礁区布局的初步研究[D].青岛:中国海洋大学,2007.
    [56]张澄茂,蔡建堤,叶孙忠.福建沿岸海域人工鱼礁礁区宏观布局的研究[J].江西水产科技,2006,02:30~32.
    [57]赵海涛,张亦飞,郝春玲,等.人工鱼礁的投放区选址和礁体设计[J].海洋学研究,2006,24(4):69~76.
    [58] Mark Baine. Artificial reef: a review of their design application management and performance.Ocean&Coastal Management [J].2001,44:241~259.
    [59] Woodhead P. M. J., Jacobson M. E. Biological colonization of a coal-waste artificial reef[M].New York: Wiley,1985:597~612.
    [60] Frederic E. Vose, Walter G. Nelson. An assessment of the use of stabilized coal and oil ash forconstruction of artificial fishing reefs: Comparison of fishes observed on small ash andconcrete reefs[J]. Marine Pollution Bulletin,1998,36(12):980~988.
    [61] Massimo Ponti, Marco Abbiati, and Victor Ugo Ceccherelli. Drilling platforms as artificialreefs: distribution of macrobenthic assemblages of the ‘‘Paguro’’ wreck (northern AdriaticSea)[J]. Journal of Marine Science,2002,59: S316~S323.
    [62] Ronald R. Lukens and Carrie Selberg. Guidelines for marine artificial reef materials2ndEdition[M]. Compiled by the artificial reef subcommittee of the technical coordinatingcommittee Gulf States Marine Fisheries Commission,2004.
    [63]虞聪达,俞存根,严世强.人工船礁铺设模式优选方法研究[J].海洋与湖沼,2004,35(4):299~305.
    [64]钟术求,孙满昌,章守宇,等.钢制四方台型人工鱼礁礁体设计及稳定性研究[J].海洋渔业,2006,28(3):234~240.
    [65]刘秀民,张怀慧,罗迈威.利用粉煤灰和碱渣制作人工鱼礁的研究[J].建筑材料学报,2007,10(5):622~626.
    [66]陈金强,陈武法.建设莱芜人工鱼礁可行性分析及实施[J].水产科技,2002,2:32~33.
    [67]何国民,曾嘉,梁小芸.广东沿海人工鱼礁建设的规划原则和选点思路[J].中国水产,2002,7:28~29.
    [68]杨吝,刘同渝,黄汝堪.中国人工鱼礁的理论与实践[M].广州:广东科技出版社,2005.
    [69]虞聪达.舟山渔场人工鱼礁投放海域生态环境前期评估[J].水产学报,2004,28(3):316~322.
    [70]陈海刚,马胜伟,蔡文贵,等.粤东柘林湾海域人工鱼礁投放前海水环境质量分析与评价[J].海洋环境科学,2011,30(1):48~51.
    [71]马英杰,封晓梅.论我国涉海工程建设项目环境影响评价制度[J].现代商贸工业,2008,20(4):36~37.
    [72]马廷雷,朱青春,白晶.水库弃井作业规范适用性分析[J].中国新技术新产品,2010,21:97~98.
    [73]徐爱民,孟凡生,李军.钢质桩基式固定平台拆除技术探讨[J].中国造船,2005,11:31~36.
    [74]柯明祥.海上平台废弃后的处置问题[J].中国海洋平台,1997,12(2):52~57.
    [75]周愫承,张太佶.海上石油平台拆除技术和工程研究[J].中国海洋平台,2002,17(2):1~6.
    [76]张兆康,张思纯.安全环保地拆除废弃海洋平台[N].中国石化报,2007,9,6.
    [77]吕明春.胜利埕岛油田海上石油设施废弃方法[J].安全、健康和环境,2010,10(4):34-35.
    [78]耿延久.海上石油平台拆除技术[J].中国科技博览,2009,1:118-119.
    [79]侯金林.导管架和平台上部结构的特点[J].中国海上油气(工程),1999,11(S):12~17.
    [80]张登俊,赵新义,桑运水,等.浅海油田大型导管架施工技术探讨[J].中国海洋平台,2002,17(3):39~43.
    [81] John Brown Engineers and Constructors Ltd. The Abandonment of Offshore Pipelines:Methods and Procedures for Abandonment[R]. Healthy and Safety Executive.106-113.
    [82]朱孔文,孙满昌,张硕,等.海州湾海洋牧场——人工鱼礁建设[M].北京:中国农业出版社,2011.
    [83]马丽.人工鱼礁建设过程管理及礁区管理的初步研究[D].青岛:中国海洋大学,2010.
    [84]杨金龙,吴晓郁,石国峰,等.海洋牧场技术的研究现状和发展趋势[J].中国渔业经济,2004,5:48~50.
    [85]陶峰,贾晓平,陈丕茂,等.人工鱼礁礁体设计的研究进展[J].南方水产,2008,4(3):64~69.
    [86]王磊,黄洪亮,唐衍力.关于人工鱼礁的基本设计与管理问题的探讨[J].现代渔业信息,2008,23(4):18~20.
    [87]杜佳琅译.新型人工鱼礁的设计思路与应用实例[J].海洋科学(日),1988,20(6/7):409~414.
    [88]梁旭方,何大仁.鱼类摄食行为的感觉基础[J].水生生物学报,1998,22(3):278~284.
    [89]黄晓荣,庄平.鱼类行为学研究现状及其在实践中的应用[J].淡水渔业,2002,32(6):53~56.
    [90]唐明,赵金波.高性能海水养殖鲍鱼专用人工礁石的研究[J].混凝土,2003,2:3~6.
    [91]王淼,章守宇,王伟定,等.人工鱼礁的矩形间隙对黑鲷幼鱼聚集效果的影响[J].水产学报,2010,34(11):1762~1767.
    [92]刘同渝.人工鱼礁的饵料效应[J].水产科技,2003,4:37~38.
    [93]李永刚,汪振华,章守宇.嵊泗人工鱼礁海区生态系统能量流动模型初探[J].海洋渔业,2007,29(3):226~234.
    [94]王素琴.人工鱼礁的受力分析与设计要点[J].大连水产学院学报,1987,1:55~62.
    [95]吴子岳,孙满昌,汤威.十字型人工鱼礁礁体的水动力计算[J].海洋水产研究,2003,24(4):32~35.
    [96]王磊,唐衍力,陈晓蕾,等.混凝土船形鱼礁的礁体设计与沉降计算[J].中国海洋大学学报,2010,40(7):43~46.
    [97]陶峰,唐振朝,陈丕茂,等.方型对角中连式礁体与方型对角板隔式礁体的稳定性[J].中国水产科学,2009,16(5):773~779.
    [98]许柳雄,刘健,张硕,等.回字型人工鱼礁礁体设计及其稳定性计算[J].武汉理工大学学报,2010,32(12):79~94.
    [99]林军,章守宇.人工鱼礁物理稳定性及其生态效应的研究进展[J].海洋渔业,2006,28(3):257~262.
    [100]张伟,李纯厚,贾晓平,等.不同材料人工鱼礁应用效果评价[J].安徽农业科学,2008,36(30):13203~13206.
    [101]刘金霞,王琦,谷德贤.不同材料类型人工鱼礁建设的经济效益浅析[J].北京水产,2008,3:6~9.
    [102]吴瑾,程吉昕.海洋环境下钢筋混凝土结构耐久性评估[J].水力发电学报,2005,24(1):69~73.
    [103]董雪焕.港口工程混凝土结构设计使用年限的确定[D].大连:大连理工大学硕士论文,2011.
    [104]邵奇峰.试论混凝土桥梁病害原因及防腐加固措施[J].民营科技,2009,11:150.
    [105]张朝旭.海水环境下的桥梁设计[J].北方交通,2008,01:62~65.
    [106]朱燮昌,崔淑琴,戴洪亮,等.用粉煤灰制作人工鱼礁的研究——Ⅰ粉煤灰人工鱼礁礁块的配比、工艺及海水浸泡溶出试验[J].海洋通报,1987,6(4):56~63.
    [107]罗迈威,刘锡山,陆荣甫,等.用粉煤灰制作人工鱼礁的研究——Ⅱ粉煤灰人工鱼礁的物性和生态效果及其对海洋环境的影响[J].海洋通报,1990,9(2):53~63.
    [108]黄晓燕,倪文,陈德平,等.粉煤灰人工鱼礁的国内外研究进展[J].齐鲁渔业,2010,27(8):6~9.
    [109]侯传海.粉煤灰在水泥混凝土中的应用[J].科技信息,2007,18:332~335.
    [110]王春生.浅谈水泥混凝土外加剂[J].内蒙古科技与经济,2009,01:94~95.
    [111]葛文璇,许薇,陈惠琴.引气剂和引气减水剂在混凝土工程中的应用[J].山西建筑,2008,34(33):167~168.
    [112]钱达友.如何正确选择和合理使用水泥混凝土外加剂[J].山西建筑,2009,35(34):169~171.
    [113]佟冶铮.水泥混凝土外加剂[J].交通世界,2012,09:106~107.
    [114]汤敬东.如何加强混凝土施工质量管理[J].科技致富向导,2012,18:202.
    [115]王义.混凝土外加剂的应用及注意事项[J].科技风,2009,06:60.
    [116]耿志鹏.浅谈原材料对混凝土的影响及其质量控制[J].科协论坛,2009,11:13~14.
    [117]王战堂.浅谈钢筋混凝土构件中的钢筋代换问题[J].工业建筑,2001,31(8):49~50.
    [118]李冠成.人工渔礁工程中几个技术问题探讨[J].海洋工程,2007,25(4):107~111.
    [119]刘德辅,刘伟伟,庞亮.人工鱼礁工程的风险评估[J].中国海洋大学学报,2007,37(2):317~322.
    [120]刘同渝.略论废弃物鱼礁[J].水产科技,2004,1:27~28.
    [121]张立斌.几种典型海域生境增养殖设施研制与应用[D].北京:中国科学院研究生院,2010.
    [122]贾晓平,陈丕茂,唐振朝,等.人工鱼礁关键技术研究与示范[M].北京:海洋出版社,2011.
    [123]王磊,唐衍力,黄洪亮,等.混凝土人工鱼礁选型的初步分析[J].海洋渔业,2009,31(3):308~315.
    [124]中华人民共和国建设部.GB50017-2003.钢结构设计规范.北京:中国计划出版社,2003-12-01.
    [125]范文久,张震一.关于《钢结构设计规范》(GB50017-2003)修订的几点建议[J].建筑钢结构进展,2010,12(4):1~4.
    [126]李茂华,侯建国.国内外钢结构设计规范关于角焊缝的限值及计算方法比较[J].钢结构,2005,1:018.
    [127]刘新春,白亮.国内外钢结构规范焊缝构造与连接计算方法的比较[J].建筑结构,2006.
    [128]龚海峰.升降横移式立体停车库及控制系统的研究[D].兰州:兰州理工大学硕士论文,2003.
    [129]苗文成,王希华.浅谈滩海导管架式井组平台海上施工工艺[J].中国海洋平台,1998,13(2):17~21.
    [130]戴法禹.海洋平台的吊装及拖航的结构分析[C].西安:第七届全国海洋工程学术会议论文集,1994:329~331.
    [131] Abdulmalik A. Alghamdi, Abobakr M. Radwan. Decommissioning of Offshore Structures:Challenges and Solutions[A]. P. Bergan, J. Garcia, etc. International Conference onComputational Methods in Marine Engineering[C]. CIMNE, Barcelona,2005:1-10.
    [132]刘巍,孙振平.绥中36-1油田Ⅱ期开发工程井口平台导管架和组块的吊装与拖航[J].中国海上油气(工程),2001,13(2):11~14.
    [133]韩志强.移动平台拖航作业准备及检验[J].中国海洋平台,2001,16(1):21~25.
    [134]郭鹰,曹军,李小巍.海洋平台吊点焊接结构优化设计[J].中国海洋平台,2002,17(4):42~43.
    [135]黄贤俊.重特大件货物驳运的安全控制[J].世界海运,2003,26(5):3~4.
    [136]孟博,余建星,刘立名.海洋平台组块吊装装船过程的风险评估方法研究[J].中国海上油气,2004,16(1):51~54.
    [137]马睿.浅海采油平台大型导管架施工技术[J].安装,2005,12:34~36.
    [138]郑东强,阎祥安,于皓.大型导管架吊点分步离散优化设计[J].海洋工程,2005,23(4):72~76.
    [139]王建龙.浅谈浅海桩基导管架式采油平台的施工安装[J].海洋技术,2006,25(3):116~121.
    [140]李宝河.CB26采修一体化平台上部组块吊装就位技术[J].科技咨询导报,2007,29:20.
    [141]李宝河.埕岛西区DPA平台导管架吊装就位技术[J].油气田地面工程,2007,26(7):43~44.
    [142]王宁,徐田甜.西江23-1油田平台模块海上吊装优化设计[J].石油矿场机械,2007,36(8):26~30.
    [143]罗兴隆,许立新.大型钢构件吊装与提升的工况分析方法[C].北京:2007全国钢结构学术年会论文汇编,2007:294~296.
    [144]谢彬,高瑞力,谢文会.新型组块吊点的设计和应用[J].中国海上油气,2008,20(4):264~266.
    [145]张万鹏.浅谈钢质桩基式导管架的海上安装及注意事项[J].中国海洋平台,2008,23(4):52~56.
    [146]李巨川.滩海油田海底管道海上施工技术[J].内江科技,2009,1:91.
    [147]杨风艳,曲延涛,石继程,等.海洋结构物临时吊点强度计算分析[C].成都:全国钢结构学术年会论文集,2009:112~115.
    [148]王利金,张宗峰.海洋平台上部组块海上吊装优化分析[J].中国造船,2009,50(S):397~402.
    [149]刘波,杨亮,田其磊,等.海洋平台上部组块吊装方案优化分析[J].石油工程建设,2011,37(4):24~26.
    [150]涂忠.山东省渔业资源修复功能区划[D].青岛:中国海洋大学,2008.
    [151]张卫明,梁瑞才,牟晓东,等.埕岛油田海域海底沉积特征与工程地质特性[J].海洋科学进展,2005,23(3):305-312.
    [152]中华人民共和国国家国家海洋监测中心.GB/T12763-2007.海洋调查规范[S].北京:中国标准出版社,2007-10-18.
    [153]中华人民共和国国家国家海洋监测中心.GB/T17378-2007.海洋监测规范[S].北京:中国标准出版社,2008-5-1.
    [154]中华人民共和国国家国家质量监督检验检疫总局.GB4914-2008.海洋石油勘探开发污染物排放浓度限值[S].北京:中国标准出版社,2009-1-1.
    [155]中华人民共和国交通运输部.JTS202-2011.水运工程混凝土施工规范[S].北京:人民交通出版社,2011-7-1.
    [156]中华人民共和国国家发展和改革委员会.SY/T5587.14-2004.常规修井作业规程第14部分:注塞、钻塞[S].北京:石油工业出版社,2004-11-1.
    [157]中华人民共和国国家能源局.SY6430-2010.浅海石油起重船舶吊装作业安全规程
    [S].北京:石油工业出版社,2010-10-1.
    [158]中华人民共和国国家能源局.SY/T10030-2004.海上固定平台规划、设计和建造的推荐作法工作应力设计法[S].北京:石油工业出版社,2010-10-1.
    [159]中国海洋石油总公司.Q/HS2025-2010.海洋石油弃井规范[S].北京:石油工业出版社,2011-4-1.
    [160]中国海洋石油总公司.海洋钻井手册[M].广东:南海西部石油兴海,1996.
    [161]山东省海洋与渔业厅.山东省渔业资源修复行动计划人工鱼礁项目技术规程
    [EB/OL].http://www.hssd.gov.cn/article/news/200612/news_12582.asp,2006-12-19.
    [162]李永霞,郑西来,孙娟.埕岛油田海域重金属含量分布与生态环境质量评价[J].海洋环境科学,2012,31(2):190-194.
    [163]济南市城乡建设会.济南建设网--政策法规[EB/OL]. http://www.jncc.gov.cn/,2010-06-07.
    [164]杨烨玮.建设项目工作分解结构及其在工程中的应用[D].天津:天津大学建筑工程学院硕士论文,2006.
    [165]黄智辉.浅谈工作分解结构(WBS)在项目管理控制中的应用[J].建筑设计管理,2005,4:57-59.

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